Tender For Construction Of 6 Nos Tube Well Ugr And Rising Main In Sector-8 Yeida Wc-03
Tender Value
4.62 Crore
Estimated cost
Bid Submission
27 Oct 2026
4 days left
EMD
9.25 Lakhs
Bank guarantee accepted
Document Fee
6350
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
gautam buddha nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of 6 Nos Tube Well Ugr And Rising Main In Sector-8 Yeida Wc-03
BOQ
| Sl. No. | Item Description |
| 1 | Transportation of Rig Machine Carriage of rig machine from Delhi to site work |
| 2 | Carriage of rig machine T & P from truck |
| 3 | Loading and Unloading of T&P |
| 4 | Transportation of Tubewell Assembly Carriage of tubewell assembly housing pipe , plain pipe, tubewell accessories etc from Delhi to site of work |
| 5 | Loading and Unloading of tubewell assembly i.e heavy loads |
| 6 | Drilling of pilot bore by 675/550 mm dia R.R. bit upto required depth 240 MBGL & remaining of bore of size 675 mm dia upto 65 MBGL & 500 mm dia from 65 MBGL to 280 MBGL with RR bit & dismantaling of rig machine. Levelling and dressing of site. |
| 7 | Installation of rig machine with camp equipage on site |
| 8 | Dismantling of rig machine (1/2 of installation) |
| 9 | Digging of 15x7x1 M3 size pit for water & mud circulation for drill |
| 10 | Water arrangement for drilling & to maintain the tubewell bore upto lowering to tubewell. |
| 11 | Drilling of 675 mm dia bore GL to 65M BGL |
| 12 | Drilling of 625 mm dia bore 65 to 80M BGL |
| 13 | Drilling of 625 mm dia bore 80 to 120M BGL |
| 14 | Drilling of 625 mm dia bore 120 to 160M BGL |
| 15 | Drilling of 625 mm dia bore 160 to 200M BGL |
| 16 | Drilling of 625 mm dia bore 200 to 220M BGL |
| 17 | Electric Logging of pilot bore with resistivity survey. |
| 18 | Lowering of tubewell assembly Lowering of 350x200 mm dia MSERW tubewell assembly pipe upto 220 Mt BGL including filling of pea-gravel in between the annular space of pipe & bore. 350 mm dia housing pipe upto 0-60M |
| 19 | 200mm dia Blind/Sloted pipe 60-80 M |
| 20 | 200mm dia Blind/Sloted pipe 80-120 M |
| 21 | 200mm dia Blind/Sloted pipe 120-160 M |
| 22 | 200mm dia Blind/Sloted pipe 160-200 M |
| 23 | TUBEWELL ASSEMBLY 350 mm dia MSERW housing pipe Jindal/Surya/Tata make 7.1mm thick. |
| 24 | 350 mm dia MSERW slotted pipe Jindal/Surya/Tata make 7.1mm thick. |
| 25 | 200 mm dia MSERW housing pipe Jindal/Surya/Tata make 7.1mm thick. |
| 26 | 200 mm dia ID/OD SS 304 grade johnson stainless steel screen 8mm thick having 0.75mm with slots |
| 27 | 350x200 mm M.S. reducers\ with 12mm thick MS plate |
| 28 | 350mm dia well cap with 12mm thick MS plate |
| 29 | 350mm dia M.S ring with 12mm thick MS plate |
| 30 | 350mm dia well M.S Clamp with 12mm thick MS plate |
| 31 | 200mm dia M.S ring with 12mm thick MS plate |
| 32 | 200mm dia bail plug with 12mm thick MS plate |
| 33 | 200mm dia centre guide with 12mm thick MS plate |
| 34 | Girder for tubewell assembly support (M.S.Fabricated) |
| 35 | PEA GRAVEL 1.6 mm to 4.8 mm Lal-Qua/ chandigarh pea gravel screened and washed with stacking (As per current market rates) |
| 36 | Transportation of Air Compressor & T&P Carriage of Air compressor by breakdown service from Delhi to site work |
| 37 | Carriage of Air compressor & T&P |
| 38 | Loading and Unloading of T&P |
| 39 | DEVELOPMENT OF TUBEWELL ASSEMBLY BY 600/350 PSI AIR COMPRESSOR Errection of 400 PSI Air compressor & camp equipage |
| 40 | Development of T/W by 600 PSI air compressor |
| 41 | After completion of work dismentaling of compressor with T&P |
| 42 | Transportation of O.P. Unit & T&P Carriage of O.P Unit by break down service etc. from Delhi to Site work |
| 43 | Carriage of O.P Unit T&P from Delhi to Site work |
| 44 | Loading and Unloading of T&P |
| 45 | DEVEPLOPMENT OF TUBEWELL BY SUMBERSIBLE PUMP & D.G. SET Errection of O.P. Unit & Camp Equipage |
| 46 | Development of tubewell |
| 47 | After completion of work dismentling of O.P. unit |
| 48 | Yield test of tubewell by O.P. unit & testing of water for Chemical & Bacteriological test |
| 49 | PUMPING PLANT K.S.B make submersible pumpset, capacity 1500 LMP at 54m delivery head |
| 50 | Cubical Control Panel: Specification : L.T control start delta starter panel, floor mounting indoor type, dust venim proof, front operated door opening, made of 16/14 swg CRCA sheet steel, duly powder coated after necessary pre treatment in Ral-703 shade. Power & control wiring shall be made through flexible copper wire of suitable size. The starter panel shall be suitable to operate on 440+/- 10% volts, 3 phase 50 hz AC supply. The starter panel shall comprise of the following: a) Incoming i) 100ATPN MCCB of L&T make -1 no. ii) 0-100 a Ammeter with ASS & CTs -1 set iii) 0-500 V Voltmeter with VSS - 1 set iv) RYB phase indicating Led Lights with toggle switch & protection Fuses - 1 set v) Submersible cable finolex 1x3x16 mm2 8mtrs. b) Outgoing i) 32 A TP power Contractor of L&T make - 3 nos ii) O/L relay of range 20-33A of L&T make - 1nos. iii) Fully automatic star delta timer - 1nos. iv) Protection relay against Over/under voltage, single/reverse/phase unbalance of havells make (Pro-shield) -1 no. v) suitable arrangement by using PLC/timers to operate the starter for the set duration on every preset interval of time including covering the time lapse due to power failure or other reason - 1 set |
| 51 | MAIN PIPING & VALVE FOR TUBEWELL Under this the following items will be supplied : 24 mtrs, 150 mm MSERW 8 mm thick double flanged column pipe in 3 mtrs length. 1 No. 150 mm C.I.D.F bend. 1 No. 150 mm C.I.D.F Reflex valve (kirlosker/IVC make). 2 No. 150 mm C.I.D.F sluice valve (kirlosker/IVC make)., 1 No. 150 mm C.I. AF Tee., 1 pair column pipe clamp., 1 Set rubber packing & necessary nut bolts., 2 Nos 150mm M.S.D.F. pipe in length of 1.5 M., 1 No 150mm M.S.D.F pipe in length of 1.0 M |
| 52 | 18 mtrs 150 mm MSERW double flangged column pipe in 3 mts. Length (Extra) as per JAL Nigam (for water level) |
| 53 | GAUGES Under this the following items will be supplied : a) 1 no. pressure items will be supplied b) 1 no. depth gauge of suitable range in kg/cm c) 1 no. Control cock d) 40 mtrs length of airline with all accessories e) hand air pump |
| 54 | Special Tools Under this the following items will be supplied : 2 Nos. 350 mm size pipe wrinch 1 Set D.E. Spenner 1 nos. screw drivers 150 mm C.I.D.F reflex valve 1 No. Hammer with handle hand air pump |
| 55 | Rubber resistance sheet size 1mx2mx25mm thick |
| 56 | Chlorination plant electronic with all accessories |
| 57 | Providing and fixing of 200 Amp Tpic Switches fuse unit with HRC fuses with board in place of rewirable kit kat |
| 58 | Providing and fixing of following. 1. Supplying and laying of (2x10 Sqm. X 3 core ) flat cable |
| 59 | 2. Double Earth material complete like earth electrode, earth plate, flat earth stripe etc. complete in all respect |
| 60 | Painting of pumping plant & other accessories |
| 61 | Errection of plant |
| 62 | Testing of pumping plant |
| 63 | Watch and ward during the period of installation |
| 64 | Local Cartage @ 2% = 2% on supply items no. 1 to 8B on Rs 574220.00 |
| 65 | Earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom.Lifts up to 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50m. (MOST/A.R./YEIDA) |
| 66 | Sand filling in plinth including supply of necessary not exceeding 8 km from the site of work and including watering dressing etclabour and T&P etc required for the proper complection of the. UPPWD/SOR/255/4.05 |
| 67 | Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the work. UPPWD SOR /281/P-17 |
| 68 | M-150 brick work in 1:6 cement & fine sand 2.2 F.M mortar in foundation and plinth including supply of all materials labour complection of the work UPPWD SOR 305 |
| 69 | M-150 brick work in 1:6 cement & fine sand 2.2 F.M mortar in Superstructure including necessary cutting & moulding of bricks including supply of all material Labour and T&P etc required for proper complection of the work UPPWD SOR 305(a)+309+310 |
| 70 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand) |
| 71 | Centering and shuttering including strutting, propping etc. and removal of form for : a0 Foundation footing bases of column complete for footing DSR-18/5.9.1 |
| 72 | Column pillars piers abutments posts and under plinth lvt |
| 73 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 74 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 75 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works upto Plinth Level. |
| 76 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works above plinth level upto floor V level |
| 77 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars |
| 78 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 79 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces |
| 80 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 81 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 82 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 83 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick |
| 84 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick |
| 85 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum |
| 86 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 87 | White washing with lime to give an even shade : New work (three or more coats) |
| 88 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 89 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. |
| 90 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. |
| 91 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 92 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes. 110 mm diameter |
| 93 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for thermal expansion. 110 mm bend |
| 94 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : For 100 mm dia pipe |
| 95 | Earth work in rough excavation banking excavated earth in layers not exceeding 20 cm in depth breaking clods watering rolling wach layer with 1/2 tones roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tone and dressing up in embankments for road, flood banks , marginal banks and guide banks or filling up ground depressions ,all leads as per MOST (A.R./GNIDA) All kinds of soil . Lead upto 5.00 km |
| 96 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 97 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 98 | Providing & fixing of MS Girder of size 275x75 mm for lifting tackle above the roof of pump house (AR) |
| 99 | Earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m.All kinds of soil. |
| 100 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329: 250 mm dia Ductile Iron Class K-9 pipes DSR-18/18.72.18 |
| 101 | Providing and laying flanged C.I.standards special s such as (tees, bends, collars, tappers, caps etc) and suitable for flanged jointing as per 1538 supply of DI, CI, MS specials sush as ( bends, gaps, pieces, tappers,tees etc) DSR16/18.68.1(10% of Item No. 3)(10459497 x 10%) |
| 102 | Providing and fixing of CI sluice valves ( with cap) complete with bolts nuts rubber insertion etc the tail pieces if required will be paid separately 250 mm dia class II DAR18/18.66.1 |
| 103 | Constructing brick masonry chamber for under ground C.I inspection chamber :- Inside dimensions 90x90x100 cm deep for sluice valve : With F.P.S. bricks. |
| 104 | Earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m.All kinds of soil. |
| 105 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329: 450 mm dia Ductile Iron Class K-9 pipes DSR-18/18.72.18 |
| 106 | Providing and laying flanged C.I.standards special s such as (tees, bends, collars, tappers, caps etc) and suitable for flanged jointing as per 1538 supply of DI, CI, MS specials sush as ( bends, gaps, pieces, tappers,tees etc) DSR18/18.68.1(10% of Item No. 3)10% of Item No. 3 |
| 107 | Providing and fixing of CI sluice valves ( with cap) complete with bolts nuts rubber insertion etc the tail pieces if required will be paid separately 250 mm dia class II DAR18/18.66.1 |
| 108 | Constructing masonry Chamber 90x90x75 cm, inside with 150 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design: With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 UPPWD SOR/ 18.33.1 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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